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Coppell Heights 9-LR090622
~ ~ ~E DA[LY FIELD REP(7RT CLIENT: MJR Environmet7tal Inc. 7353 Pinkerton Ct. Ptanra, T"X 75025 PROJECT: Copped Heights 920 5. Belt Line Coppet[, Texas DATE OF REPORT: 06112 f 0~ REPORT NC3, 09-C~MJ633-1 CONDITIt7NS: Sunny l Very Not TEMPERATURE RANGE: 9~° Tt?; ~ ~U" Ti-IL e~ET"I "TEC}"it~liCIAN WAS DISPATChlEf~ TO THE ABOVE REFERENCED PROJECT SITE TO PERF(3RM FIE:LU TE57It~C7 AS 1?EQIJESTEC~, WHILE ON THE SITE, THE GETd ~C'ECHNICIAN PERFORMED FOUR {~t} FlELD DENSITY TEST ON APROACH LI1v4E STAE3ILIZEU SOI [-S. PLEASE SEE ATTACHED REPORT FOR TtiE ABOVE REFERENCED TEST RESULTS. GETI Tech: Javier Remarks: GE1E 2712 Satsuma Or, SuiCe ~C10 E?a[Eas, 7~x2s 7S"lt"d PHk 472~488.35UU ~~- ,1 _.,.,.. Reviewed icy: ~,r _- 5ye S, sar, .E"~ Project Engineer 6,°~.,.. ....:~ i FIELD DENSITY REP(?RT ~:LtENT: MJR 4=~ivire~nnier7tat Inc. 1953 Pink~rtan Ct. Ptans~, 1'X 75ti25 PROJECT; Coppett Nei~htS 92C} S. sett dine Cap;7ett, Tr:xaS II~z9`z00 ~ DATE QF REPCRT: C1frIZ2ICi9 R£P(7RT NC3, U9-I9PA3u33- t `~a Pr°octor Description Maximum Dry Optimux r~ Moisture Density ipcf) /a°} / i 3 i Dank faray Lime Stabilized Clay 93.6 27.9 TEST RESULTS Test ~.~.~ Proctor k lift LOCATION Unit ©ry Weight Moisture Content i, Mazr`m~~um pry~~^i Trrensity{%j t 3 s=G S Se~ti~an t~f aprt~3Ch on NW Side of Site 9Q, 3 :iQ.2 r?9 Z 3 FG N SeCtiort of aproacit on NW Side of Site 99.13 29.6 ~€3 3 3 FG W Section of aproach on NW Side of Site 92.6 2R,6 _ 99 f 3 ` FG E Section of apraach On N Side of Site 91.3 29.C~ 97 GETI Ti=i'h: , ,levier fe:f=rrtz~rk~.: Reviewed lay: ~~°"~"~{{~~ ~ ~-*°' Projo~ t Engineer 4;1~TI 2712 Satsuma Or. Suite 400 [Ta#tas, Texas 75224 FtiF6 472-~88-3500